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HomeMy WebLinkAbout44115-Z �''giiFEn�x TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44115 Date: 9/3/2019 Permission is hereby granted to: Johnson, Laurie & Bilotti, Sandra PO BOX 72 Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: �� �� ��� \ '© C�� 3005 Grand Ave, Mattituck V SCTM # 473889 0)M Sec/Block/Lot# 107.-1-22 Pursuant to application dated 8/20/2019 and approved by the Building Inspector. To expire on 3/4/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $448.80 CO -ADDITION TO DWELLING $50.00 Total: $498.80 Build mgn Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:- 1. ses:_1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. e/zo/ New Construction: Old or Pre-existing Building: (check one) Location of Property: (N �{(„� /� � 01,44')1a House No. Street Hamlet Owner or Owners of Property: GOtJ ri -e— Suffolk County Tax Map No 1000, Section / �? Block l Lot 2 Z Subdivision Filed Map. Lot: Permit No. 1 J Date of Permit. Applicant:/4'l1r�— Health Dept.Approval: Underwriters Approval: Planning Board Approval: . / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ pplicant ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, rL-Q residing at 13 D D O 6-tra--rl eL N10- Ma-)4 t C k (Print property owner's name) (Mailing Address) (PC, Ibb x �'2 do hereby authorize AND Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) La)-L, n t_ j0 knay) (Print Owner's Name) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 � Survey Southoldtownny.gov PERMIT NO. Check ' Septic Form N.Y.S.D:E.C. Trustees C.O.Application Flood Permit Examined ,20_H Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: AMP A Approved 20 ff' Mail to: 10 75 1&n0i nv I l k Disapproved a/c Phone: 51 U - al H - 01 UQ Expiration 20 Lf"APPLICATION FOR BUILDING PERMIT AUG 2 0 2019 Date AU QU_Sk a b , 20_L�_ IT71 �� D=071, INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York;and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises A.4dA fi C G R i I (o i (As on the tax roll or latest deed) If applicant is a rff:"nature of duly authorized officer (Name a title of corporate officer) Builders License No. -Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3005 Grand y-p-Out Mao+ +uck House Number Street __ Hamlet County Tax Map No. 1000 Section Block � f Lot c;?0 J� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ( j c, r. ; ( 1 Qs I i ✓l b. Intended use and occupancyj C,1A i ,( Re i 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal- Demolition Other Work 4_.- (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units t Number of dwelling units on each floor l If garage, number of cars 'Z_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 7y 5 /�1 Rear ?q- S I Depth 7 � t Height Number of Stories �— Dimensions of same structure with alterations or additions: Front 7G/. S Rear 2� Depth /-// ' Height 7-2. ? ' Number of Stories 7:;?- 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories r �, 9. Size of lot:Front 51 , 2 2 Rear Depth 00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated - c- 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO_'_e`C 13. Will lot be re-graded?YES NOX'Will excess fill be removed from premises?YES NO/-,C 14.Names of Owner of premises "UYI 1° L0I1f1T j Address,�WS !'[DM f y6V Phone,No. a08-70Q's� (QG Name of Architect A t)M0 n4 Po r-V1110_Address I Q 7S fran�it nv i Ile Q Phone No 51 &-,Q I y-OI U 0 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO`_,A- *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY$E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of Individual signing contract)above named, (S)He is the km� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 21cc'_' day of - 201_ Lori T McBrid NOTARYPUBLIC,B Si atureofA Applicant Notary Public Registration No.OIMC63684 7 pp Qualified in Suffolk County Commission Expires December 11,2021 FQ Scott A. Russell °QUI Ir� ST01[ZiA�l WA\TlEIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold 1 Y� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS 1PROJECr INVOLVE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑[� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. OR B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project if you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": 1000 Date c� /� I ` District p NAME 1 ((Vc A J J(�� C Yld(�/ �JfI I�I ) Io? I G. Section Block Lot [[ �7 ****FOR BUILDING DEPARTMENT USE ONLY E Contact Information: (7 — (41— 01✓/0 Reiephorc Number) Reviewed By. — — — — — — — — — — — — — — — — - - - - - Property Address/Location of Construction Work: — — — — — — — —Date: — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 F Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED' T WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION,- a Date: 9/z L-)�l C1 Owner: r Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line):, Floor framing, including girders and beams (F) ; Y Roof framing (R) r\ Floor and roof framing (FR) Signature:. - k*d'I Name erson submittin this form : �`'��' I f_d ✓�� ���^►��� ��� Capacity(check applicable line): x Owner Owner representative TrussReg15.docx Effective 1/112015 S NOTED DATE: 5 f ,; '.#.1.1 FEE: . NOTIF` RTME 765-1804 V FOR THE 1.-FOUL.", -SQUIRED FOR T4 2. ROUGr— `, )DUMBING 3. INSUI 4. FINAL Ti ^N MUST BE COV,'_t-.E r az �. ALL CONSTPCCTIC 4 SHALL MEET THE REQUIREMEN+S OF THE CODES OF NEW LLj YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. V W ~ U COMPLY WITH ALL CODES OF 0 J NEW YORK STATE & TOWN CODES Q AS REQUIRED AND CONDITIONS OF ✓ A �,�.. BOARD v a ISIEES , ' OCCUPANCY OR LI SE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, mov.cr do"4 i and ductV.F ': testing recruit c:dt M exterior Iighting, Installed,replaced or (repaired shall conform to Chi Ater 172 oll*the Town Code Z W 0 U TRUSS PLACARDING REOUVIED w a 0 ELECTRICAL INSPECTION REQUIRED W PLUMBER CERTIFICATION ` ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY4 �� o SOLDER USED IN WATER SUPPLY SYSTEM CANNOT - - EXCEED 2/10 OF 1% LEAD. �F 0374Q6 „�C3 OF NES PLUMBING ALL'PLUMBING WASTE,,; PROJECT: &WATER LINES NEED..; "ffrSTING,.BEI'ORE COUERIN�, B I LOTTI ADDITION 3 ARCHITECTURE ANTHONY PORTILLO, R .A. LEED AP . e s, ..�Fer 3005 GRAND AVENUE MATTITUCK, NY 11952 ti T9� 'L5400 MAIN ROAD 204 25TH STREET, SUITE 203 MATTITUCK7 DRAWING TITLE: N .Y. 11952 BROOKLYN , N .Y. 11232 TITLE PAGE LLC 0 :516-214-0160 0:716-572-4741 PAGE: T-1.00 DATE: 07/31/19 1 OF 11 NOTES � SFEG F I GATI ONS CARPENTRY PLUMBING f<F.)000' : IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYG DEP REGULATIONS AND NYG SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK BUILDINGS BULLETIN 2008-005. �m 100 TITLE PAGE 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE 50RATCH GOAT. MAINTAIN INSULATION FENESTRATION REQUIREMENTS 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GENERAL 3. SILLS TO BE P.T. AND SECURELY FLA5HED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. NYSEGG 2015 TABLE APPLICABLE BUILDING DEPARTMENT. COMPONENT PROPERTIES R402.1.2 COMPLIES I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER GENERAL NOTES 4. AT FLUSH FRAMING USE 16 GA&E METAL JOISTS HANGERS BY "TECO OR FOOT. R-20 CAVITY INSULATION MIN. R-20 A5 PER ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. EXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NY5 YES STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ENERGY CODE - ZONE 4 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN - V15H WASHER.........................................2" FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" R-4q - 7" SPRAY FOAM MIN. R-4q AS PER TABLE AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2 ROOF R-VALUE INSULATION (R-7 MIN.) 402.1.2 OF NY5 ENERGY YES 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWUBER/T ..........................................2" CODE - CLIMATE ZONE 4 A-200 HOLDOWN+ ANCHOR BOLT _ s U.O.N. TOILET........................................................3 OF THE OWNER/BUILDER - LAUNDRY .................................................2" NYSEGG 402.1.3 AND TABLES STRAPPING & NAILING DETAILS 7. C ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" WINDOW U-FATOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS LEAKAGE 0.30 GFM/5F U-FACTOR=0.35 MAXIMUM SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. 6. ALL 5Y5TEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" AIR LEAKAGE=0.30 CFM/5F WITH THE WORK. THROUGH ROOF. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE R-401 - 7" SPRAY FOAM MIN. R-4q AS PER TABLE -�00 SITE PLAN 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY AOCE551BLE DRAIN d CATHEDRAL GEILIN6 R-VALUE INSULATION (R-7/INCH MIN.) 402.1.2 OF NY5 ENERGY YES UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DRAIN COCKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW CODE - CLIMATE ZONE 4 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. PROJECT/ZONING DATA BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 8. WA57E FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL 001;)E5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. q. DO NOT SCALE DRAWAPPLICABLE.DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL DEMOLITION PLANS 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. TABLE R301 .1 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ALLOWABLE DEFLEGTION OF 57RUGTURAL MEMBER5 LV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS As PER BUILDING CODE. STRUCTURAL MEMBER ALLOWABLE DEFLECTIONU PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEICHT5 AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED A-x-00 FLOOR PLANS W UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. F- RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS = J 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". INSULATION W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS U J I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. INTERIOR WALLS $ PARTITIONS H/I80 Q 14. THE GONTRAGTCR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 FOIL TO BE PLACED TOWARD WARM SIDE. A-401 MASTER BATHROOM ELEVATIONS TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. PROVIDE 2" R-10 RIC71D FOAM INSULATION FOR EXTERIOR FOUNDATION FLOORS $ PLASTERED CEILINGS L/360 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS BROOM GLEAN. NECESSARY. WALLS FROM 6" BELOI^I GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ALL OTHER 57RUGTURAL MEMBERS L/240 . 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 A-I FOUNDATION WATERPROOFING. k- -;,'` LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 -�00 SECTIONS AND ORDINANCES. - q" R-30 FOR FLAT OF-ILINC75 18. AT 'WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. - 8.25" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB - 3.5" " R- FOR FOR WALL AND CAT ION DETAILS THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6 SPAN. - 5.25 R-21 FOR 2x6' WALL CONSTRUCTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ROOF FRAMING PLAN COMPLETION OF PROJECT. M. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING - 5.25" R-21 FOR FLOORS �. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. / ELEVATIONS ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN �YJOO AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 57RUGTURAL DES I CSN LOADS ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 236 COPPER GLASS WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK USE LIVE LOAD DEAD LOAD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, CLEARANCES ARE PROVIDED. A-700 PLUMBING RISER DIAGRAMS CONTRACTOR,INANY BY AN TRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, EXTERIOR BALCONIES 60 psf 15 psf EMPLOYED ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 3. ALL SLIDING 6LA55 DOORS, 5KYLI6HT5, AND ANY 6LA55 UNIT INSTALLED BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, DECKS 40 psf IS psf PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: UNLESS OTHERWISE NOTED. p p A. TRU55 JOIST MGMILLIAN 1.01E MIGROLAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE G-P LAM 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES MANUFACTURERS SPECIFICATIONS. EL- 100 SECOND FLOOR ELECTRICAL PLAN OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM ATTICS WITHOUT 5TORAGE (ROOF BELOW 3 PITCH) 10p sf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEG.'s 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE ENERGY CONSERVATION CODE. APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPEGIFIGATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf IS psf AUTHORIZATION IO THE ARCHITEGT/EN&INEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR NOTES, AND TABLES ON PA5E5 A-I, A-2, b A-3. THE FA5TENIN6 50HEDULE ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING NEEDED, UNLE55 OTHERWISE 5PEGIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PERTAINING ARE TO BE FIELD VERIFIED. 50HEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SLEEPING ROOMS 30 psf 15 psf 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEG.'s). 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 20. CONTRACTOR TO REMOVE $ RELOCATE A5 REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. STAIRS 40 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH GUARDRAILS AND HANDRAILS 200 psf 15 psf 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINlNK GROUT SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS TO BEAR UPON FOUND. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 22. PROVIDE FIREBLOGKIN& AS PER NEW YORK STATE BUILDING CODE. SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® THE RAAR RISTI CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR ATTIC EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, P 15 psf FOR CATH. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. 16" ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). REQUIREMENTS. ( 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE '"ALL STRUCTURAL DESIGN CONSIDERATIONS ARE 5 CONFORMANCE WITH COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. BUTllil WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) z IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ TEMPERED 6LA55. z STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, UJI U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG CODES AND REFERENCE 57ANDARD: w/6" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RISE Q w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 O 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE5 A-1 THROUGH A-3. c) BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY ELECTRICAL: MAINTENANCE CODE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND SNOW LOAD 20 LBS ASPHALT ROOFING SHINGLES TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF BASIC WIND SPEED 130 MPH I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING CONSERVATION GODS.SHINGLES OR APPROVED EQUAL. Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON CONSTRUCTION MANUAL BY AF d PA. 2. SHIN&LE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE COMPLETION OF WORK. EXPOSURE CATEGORY B 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE GORE. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: SEISMIC DESIGN CATEGORY B LINE. B 24" FROM ALL VALLEY5, AND ROOF FLASHING CONDITIONS. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL SMOKE DETECTORS w/ BATTERY BACK-UP IN: MECHANICAL GORE AND 2015 INTERNATIONAL FUEL 6A5 GORE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF WEATHERING SEVERE CONSTRUCTION. A. EACH SLEEPING ROOM 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S B. OUTSIDE OF EACH SEPARATE SLEEPING FR05T LINE DEPTH 3'-O" c � NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. SPECIFICATIONS. AREA IN THE IMMEDIATE VICINITY OF 9 THE BEDROOMS (GENERALLY THE HALLWAY) TERMITE MODERATE TO HEAVY '^ 5. NAILING OF ROOFING SHALL BE TO CODE. G. EVERY LEVEL OF DWELLING ICE BARRIER REQUIRED YES GENERAL WIND PROTECTION CONNECTION NOTES: 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE (BA5MENT, FIRST FLOOR, Q SECOND FLOOR, ETC.) . ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL PERMITTED y �+" '' CONSTRUCTION;557r,> 10-111AND 2015 550 HIGH WIND EDITION WOOD FRAME � �) CONSTRUCTION 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2:12 PITCHES TO 4:12 PITCHES FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. V G'_' 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3 METAL PLATES,DIRECTLY TO THEONNECTORS, SCRFH5, BOLTS AND WEATHER OR SUBJECT TO SALT COR1LS EXP05ED ROSION IN COASTAL MECHANICAL CONNECTIONS: PROJECT: AREAS SHALL BE 57AINLE55 STEEL OR HOT DIPPED GALVANIZED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMP5ON" MAY BE SUBSTITUTED 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WITH AN APPROVED EQUAL PRODUCT. BI LOTTI 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS "51MP50N" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ADDITION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER IS LOCATED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MP50N" 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I6" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 8. SILL PLATE TO FOUNDATION ANGHORA&E;SILL PLATE SHALL BE ANCHORED 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 3005 GRAND AVENUE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED OF 3" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT MATTITUCK, NY 11952 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM HANGER BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. AND AT SPACING NOT EXCEEDING 4' ON CENTER. DRAWING TITLE: GENERAL NOTES STRUCTURAL DESIGN CHARTS GYPSUM WALL BOARD I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE PAGE: DEEMED APPLICABLE. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS _�® (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET 0 IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUGIN& EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL E317- TAPED ETAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS DATE: 07/31/19 2 OF 11 TO DRY BETWEEN COAT5. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUT5IDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. f I I I ¢¢$ I u CONNECTION A FASTEN I NC SCHEDULE A CONSTRUCTION DETAILS LS WI II LOAD OAD PATH NOTE: THI5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS A-2 FOR 5TRAPPIN5 ANDG O I�lI�l E C,T I O I V DETAILS (SEEP AND ROUGH OPEN NQ C FRAMING REI NO U I R M a TS�MENTS, ALL NAILING 15 A GENERAL SPEC IFIGATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE .--- --- "` -� AT RAFTER TO RIDGE FASTENER SPEC. FASTENER CONNECTION: DESCRIPTION AND QUANTITY SPACING FOR STRAP - 2 5 d COMMON ROOF 4 GE I L I NC FRAM I NCC f NAILS ® EA. END OF STRAP RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I .� CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCK I NCC JOIST HANG E GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CC I RDER/HEADER —0 GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP WOOD GIRDER WOOD JOIST COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NC OVER WOOD O I RDER JOIST FRAM I NC FLUSH WITH C 1 RDER/HEADER WALL FRAM I NCC w TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U CONNECTION CI w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE I - U = J STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. U J � HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES Q WALL STUD WALL STUD _...••---""��~ BOTTOM PLAT BOTTOM PLAT AT STUD TO FLOOR ASSEMBLY TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD I BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, 2_Ibd COMMON 1'2 PER FOOT BATHTUB SUB FLOOR o TO STUD CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) DOUBLE JOIST DOUBLE JOIST FOR STRAP - 3 8 d COMMON NAILS a EA. END OF STRAP FLOOR FRAM I NC FOR EA. PLATE TO STUD ABOVE 4 OR JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST `'^•.,.• BELOW - 2 16 d COMMON NAILS '~••..., : BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END • BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST KING STUDS BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT CRIPPLE STUD ROOF SHEATH I NCC /� J� }�I/� /� ( j� STRUCTURAL PANELS: (SEE AL50 GRAPHIC, 8d COMMON 6" EDGE / 12" FIELD HEADER NAIL I I `�L// TRP FF I I VL/ l� W I `I OW/�®®R HEADER INTERIOR ZONE THI5 SECTION) ad COMMON 6" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE JACK STUDS NOTATION: A- NUMBER OF 86 NAILS 0 EA. END OF 5TRAPPIN5 (3.1, P. 151-2001) 10 ° NAI L STUD B- NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235,P. 143 -2001) GE I L I NG SHEATH I NC G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230,P. 143 - ALTERNATE�5.23D, PG. 194 -2001) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER ® EA. SIDE (3.1, P. 151 4 W0RKSHEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P141-2001) WALL SHEATHI NC D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER GONNEOTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) C (3.8, P. 151 4 WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD N B FASTENING 50HEDULE B 6YP5UM WALLBOARD 5d COOLERS -i" EDGE / 10" FIELD z Jul IND RESISTANT GONSTRUGT I ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 2 F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATH I NC (SUBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI R I DC E-TO-RAFTERS 6520 21 " APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: w I" or LESS ad COMMON b" EDGE / 12" FIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH '� B G D E F G GREATER THAN I" 10d COMMON 6" EDGE / 6" FIELD p OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 I I 1 W PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 4 I 2 2 2 2 2ND. FLOOR WALL-TO-157. FLOOR WALL LFTA or C520 @ 36" REQUIRES SILL PLATE OF 2°xb" (MIN.) D APPLY TO EACH WALL STUD REQUIRES (3) 2"x12" HDR (MIN.) c� A. HEADER-TO-JACK STUD 6520 @ 12" APPLY TO EACH JACK STUD 8'-0" -1 2 3 4 4 4 � �' ,s,.,� U'�> �t`►y CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD 8='rNYi ° , 1 SHEAR WALL HOLDDOWN ANCHOR 55TB 16 APPLY TO EACH S I DEWALL END � �374�s' y��. IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE HO L_D O M DETAIL T�OF NE�� (USE WITH 3 SQUARE WASHERS) ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER I t�I SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WCC.IND RESISTANT CONSTRUCTION. ✓FL G I NC5 OF TOi�I I LATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ENDWALL (3) 2x FULL PROJECT: HEI&HT STUD CORNER STUD TOP PLATE B I LOTTI LENGTH SPLICE ONNSFER E TRANSFER SHEAR TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 2-I6d COMMON ADDITION GONTI NUOUS BUILT-UF C 1 RDERS THREE OR MORE SUPPORTS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 5$0 - NAILS ® 6" O.G. 4 ALL OTHER GASES ONE STORY SLAB ON GRADE O" O.G. IF BLOCKED CONNECTION PATTERN SCHEDULE CORNER POST BETWEEN 1/6 BUILDING MINIMUM SPLICE"' BUILDING MINIMUM SPLICE "SIMPSON" HDQS CONNECTION 4 1/4 OF A DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) HOLDOWN ANCHOR ® 3005 GRAND AVENUE PATTERN DE50RIPTION ASSEMBLY REQUIREMENTS: LOCATIONS NOTED WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER ON PLANS MATTITUCK NY 11952 A (2)ROWS IOd NAILS® 12"11 O.G. MAX.521, P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-0" 2'-O"/2'-b" 12'-0" SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B 11(5)ROWS IOd NAILS• 12"O.G. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-0" 3'-O"/3'-a" I6'-O" 4'-0" DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (DEL.a EN05 m BOLTS• 12"O.G.STAGGERED; Two-P1EGE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" HOLDOWN, ANCHOR BOLT, BUILT UP 61RDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. D (2)ROWS I/2" m BOLTS• 16"O.G. 24'—O" 24'-0" 6'-0" STRAPPING, & NAILING DETAILS NAILING: E (2)ROW5 I/2" m BOLTS•24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F ( RO 2) NS 3-3/8"TRU55LOGK SCREWS m 12"O.G. 4 1/4 OFA SCREWED ON(1)51DE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES (2)ROWS 3-3/8"TRUSSLOCK SCREWS• 16"o.c. P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32-O b-O /1-6 5:21-0" 8-O G 5CREWED ON(I)SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR PAGE: (2)ROWS 3-3/8"7RU55LOGK SCREWS m 24"O.G. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE 36'-O" 'i'-O"/b'-9" 36'-O" 9'-O" H 50REWED ON(1)SIDE OF MEMBER P` DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE THREE-PIECE LROVID ,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO Aft (2)ROWS 5"TRUSSLOGK SCREWS o 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O a-O /IO-O 40--o" II-O C SCREWED ON BOTH SIDE OF MEMBER BUILT UP ORDER P MAX.32" THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d NAILS (2)ROW5 5"TRU55LOGK SCREWS O I6"o.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED A-200 K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN EXPOSURE B 501-011I0'-O712'-(b" 501-01113-O (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.C. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 5.TABULATED SPLICE LENCTH5 ARE BASED ON 5 FOOT WALL L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. HE15HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60'-0" I2'-O"/15'-O" 60'-O" I6'-0" LATERAL LOADS SHALL BE MULTIPLIED BY W8; FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE DATE: 07/31/19 3 OF 11 NOTE: FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-0 14-0 70-0 IQ-011 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER GIRDER. 80'-O" 16'-0" 80'-O" 22'-0" P 9'WALL- 1.125 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECEIO WALL- 1375 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER ANCHORING: 12'WALL-.5- P, GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, THI5 COLUMN w/MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-O"WALL i Lu FROlirCT /.' ZON NO' DATA _ _-- �18°1310( - - 51TE LAYOUT NOTES: Lu TAX MAP # 1000-107-I-22 _ - - 1. THIS 15 AN ARCH I TECT5 51 TE PLAN 15 U 1 SUBJECT TO VERI F I GAT I ON BY A LI CEN5ED U J ZON I NO D 15TR I GT R-80 NG 1 SURVEYOR. THE INFORMATION Q REPRESENTED ON TH I5 51 TE PLAN 15 TO THE LOT AREA 51,455 S.F. 1 ARCHITECT'S BE57 OF KNONLEDOE. 2. SURVEY INFORMATION WAS OBTAINED FEMA FLOOD ZONE X - AREA OF MINIMAL 1 FROM A SURVEY DATED FEBRUARY 8, 2014 FLOOD HAZARD 1 AND PREPARED BY: * NE LANDS D I STR I GT N 1 SCAL I GE LAND SURVEY I NO, P.G. 1 110 SOUTH 47H STREET DEC, D 15TR I GT N __ z L I NDENHUR5T, NY 11757 TELEPHONE: (631) q57-2400 RD SETBACK i 50' EX I ST I NO PROPOSED FIRST FLOOR AREA 2025.0 2025.0 S.F. S.F. - ► I ° SECOND FLOOR AREA 672.2 S.F. 1,238.0 S.F. -P O 1 II BEDROOM COUNT 4 4 Io I i 0 1 � I I� � I LOT, C O\/r-RAO 1 Ir U3 AI AREA % LOT 1 I DESCRIPTION GOVERAOE d, 1 TOTAL LOT AREA 51,455.0 S.F. 1 I' ➢I Ii EX15T.PATIO sI EX15T./PRb STOOPOP. HOUSE OARAOE 2,025.0 S.F. 6.4% I 'I 1 � z TOTAL AREA OF ALL STRUCTURES 2025.0 S.F. F 6.4% O 53.0 n I 1 1 0 MAXIMUM COVERAOE ALLOWED = 20% ° I U 1 EX15TINO I EX IISST.ME �5TTOR.Y 2ND 5TOROY X0 di 42 Q ...... ... . ....... DRIVEWAY B GARAGE 21 5' 1 Q I r REOU I RSL? REO ULATI ON5 - r � PROP. ORMER I W ' 2 EX15T. 2 STORY Q N I O FRAME HOU5E _ " 5CTM# 1000-10'7-1-22; LOT AREA = 31,435 S.F. ; R-80 NG 1 I N d 5ARA5E w'' N °:.w: : IPROP. PROP. REQ. EXIST. PROPOSED COMPLIE5 1 ORMER oRMER ,� c r I 1 MINIMUM REQUIREDT I I 1J 1 EXISESTOOP � ^' � � FRONT YARD GRAND OL -- -- - -9 3��o yo 40' FRONT YAR SETBACK -_- OF N�V AVE) l 40.0' 52.3' 52.3' YES 0 ------ --- 1 OI FRONT YARD - (KNOLLNOOD LANE) 40.0' 32.6' 32.6' NO �l� 1 PROJECT: m SIDE YARD 15.0' 42.3' 42.3' YES 1 B I LOTTI REAR 50.0' 111.0' 111.0' YES 1 ' ADDITION LOT SIZE 80,000 S.F. 51,455 S.F. 51,435 S.F. NO 3005 GRAND AVENUE 1 LOT NIDTH 175.0' 151 .2' 151.2NO MATTITUCK, NY 11952 _ _ _ _L _ _ _ _ _ _ _ SIO°56'40"E LOT DEPTH 250.0' 21( f.14 21q 151.22' .1 ' NO DRAWING TITLE: SITE PLAN MAXI MUM PERMITTED PROJECT/ ZONING DATA BU I LD I NO HE I OHT 55.0' 22.-l' 22.1' YES -- ORAN[�) AVENUE NUMBER OF STORIES 2 2 2 YES PAGE: 1 - EX I STI NO NON-COMPL I ANT ITEMS OF NH I GH THE DEGREE OF NON-COMPLIANCE SHALL NOT BE NGREASED BY THE WORK PROPOSED. A-300 SITE PLAN 50ALE: 1'-0" = 10'-O" DATE: 07/31/19 4 OF 11 �� N AL 5`�'M5OL E`�' : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE DEMOLITION NOTE: NEW WOOD FRAME (L.O. CO DETECTOR CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL MEMBERS AFFECTED BY 50OPE OF WORK PRIOR TO THE ` STL. WHEN APPLICABLE) COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. NEW PARTIAL HEIGHT Q HARD WIRED 5MOKE AND CARBON WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE) NO DEMOLITION SHALL TAKE PLACE IN EX15T. BASEMENT. NEW FOUNDATION WALL Ej 50 G.F.M. EXHAUST FAN w/ DAMPER EXIST. GL. ® MIN. (2) 2"x4" 5TRUGTURAL 50 G.F.M. EXHAUST FL FAN 8 LIGHT GOMBP EXIST. POST FOR 4 WALLS w/ DAMPER BEDROOM (MIN. (2) 2"x6" STRUCTURAL P05T FOR 6" WALLS), U.O.N. EXIST. GL. FT-, II � II � II \ II 1 EX15T. EX15T. LIVING GL. ROOM Lu EXISTING DOOR f� TO BE REMOVED EX15T. U EXIST. DINING CL. W ROOM F- ZL) J Q I, X ST. P 14 R ® +/- 7.5" II II I EX15T. ENTRY I I " II II II II EXIST. STOOP PAR71 AL F I R57 FLOOR DEMOLITION PLAN SCALE: 1/4" = P-0" z w EXISTING ROOT 70 0 BE REMOVED LLi Q w EXIST. EXIST. T• - n (2)2'4"X4'1" D.H. (2)2'4"X4'1" D.H. ------------------------- --------------- __ E I D E A L 5 I �5 O L KE""'r : FLOOR PLAN NOTES w DOOR NOTE: WINDOW NOTE: NEW LAUNDRY ROOM: VO I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. ALL NEW WINDOWS 4 DOORS SHALL BE O I. NEW WA5H /DRY HOOK UP EXISTING TO BE DEMOLISHED w POST OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, 2.COORDINATE LAUND. ROOM $ DOOR EXIST. U, I LOCATED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OR 6LIDIN5 (AS NOTED); INSTALL AS PER MANU. DIM.'s w/51ZE OF EQUIP. EXISTING TO REMAIN STORAGE 0= ABOVE 13 V OUT ON PLANS BY 'THERMATRU' (OR EQUAL). SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #a IN 3.PROVIDE HOOK UPS AS REO'S PER m ar x 3.DOOR TYPE TO SELECT "GLASS WINDOWS AND DOORS" ON PAGE A-100 MANU. NEW WOOD FRAME (L.G. x Q iv 4.INSTALL AS PER MANU SPEG.'s 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS STL. WHEN APPLICABLE) N ® SHALL HAVE STRAIGHT ARM HINGE WHN DRYER EXHAUST NOTE: r I N FRONT ENTRY DOOR EGRESS NOTE: 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS To BE I. DUCT SHALL TERMINATE TO EXTERIOR 11- X _j I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING TILT WASH 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY NEW BRICK VENEER EXIST. 2"x10" ui u WHEN DOOR 15 OPEN a0° 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. OPENINGS F.J. ® Ib" O.G. 3:I j 2.IF NOT, THEN REPLACE EXIST. DR. W NEW 36"x80" 3.DUCT SIZE A5 PER MANU. .DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER •.° NEW POURED CONCRETE z O DR. (32" CLEAR WIDTH) 45. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN Q�~ 3.PROVIDE (2) 2"x8" HDR., U.O.N. NEW/EXIST. LOAD BEARING } I EGRESS NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 4.JACK AND KING STUDS AS PER PAGE A-200 WALL 0. IN COMPLIANCE WITH NEW YORK STATE BUILDING CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM N NEW EXHAUST FAN SHALL BE INSTALLED WHERE SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO W D CODE, SECTION BE FO I;THE FOLLOWING MEANS OF EXCEED 8 FEET AND SHALL BE L15TED AND LABELED WALL (EXIST. OR PRO.) TO HAVE � 2 VENTILATION IS NOT MET BY MEANS OF NATURAL EGRESS SHALL BE FOLLOWED: 3-1/2" F.G. SOUND BATT5 N CIRCULATION THROUGH WINDOWS OR DOOR5 TO OUTDOOR IN ACCORDANCE WITH UL 2158A. Y.I.F. EXIST. w SPACES AS PER NYS MEGH. CODE SECTION 403.3.2.3; NET CLEAR OPENINO........... 5.7 S.F. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ® MIN. (2) 2"x4" STRUCTURAL FOOTING BENEATH 3 EXIST. INSTALL AS PER MANU. SPECS NET CLEAR HEIGHT............... 24 MINIMUM METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR 4" WALLS INTERIOR WALL; LAUNDRY NET CLEAR WIDTH................. 20' MINIMUM RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST CONTACT DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL (MIN. (2) 2 xb STRUCTURAL ARCHITECT IF NOT ROOM SMOKE DETECTOR / GO DETECTOR NOTES: SCREWS POST FOR 6" WALL5), U.O.N. PRESENT SM/CO O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE /CARBON MONOXIDE COMBINATION DETECTOR LOCATION TO THE WALL OR ROOF TERMINATION. THE HARD WIRED TO EACH OTHER w/BATTERY BACKUP. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.INSTALL ALL AS PER MANU. SPEG.'s WINDOW /DOOR FRAMING: FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° • HARD WIRED SMOKE DETECTOR O5 SEE PAGE A-200 FOR FRAMING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES SM w/ BATTERY BACK-UP 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELEMENTS AROUND DOORS AND NOT INCLUDE THE TRANSITION DUCT. B IN COMPLIANCE WITH LOCAL CODE WINDOWS (TYP. FOR ALL) U.O.N. Q CARBON MONOXIDE LL! Co PETECTOR M Q HARD WIRED SMOKE AND CARBON O O SM/GO MONOXIDE DETECTOR COMBO WH � � W BATTERY BACK-UP ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-201" FOR NAILING B STRAPPING DETAILS. = J ® 50 G.F.M. EXHAUST EXIST. LIVING U J FAN w/ DAMPER ROOM W=ND6NHART . EXIST. EXIST. MECH.50 G.F.M. EXHAUST STORAGE ROUGH OPENING '. WINDOW DIMENSION EGRESS CLEAR FL FAN 8 LIGHT GOMBP ROOM WINDOW TYPE QUANTITY MODEL # OPENING w/ DAMPER GALL-OUT WIDTH REOV: 20" WIDTH " HEIGHT WIDTH HEIGHT HEIGHT REG2'D:24" OPEN REOV: 5.7 5.F. ® I6" O.C. A DOUBLE-HUNG 3 TW2632 2'-b 3'-4 " 2'-"i " 3'-4 i" n/A -]E B 7ApgN ING 2 A251 2'-8" 2'-0 �" 2'--7 �" 2'-O n/A z � G DOUBLE-HUNG 3 � TW24310 2'-b �" " " 4'-C'?."�" � 2'-5 4'-O �" COMPLIES O D HALF CIRCLE I OTCW2 4'-a" �'" 2'-7 4'-8 2'-6 all n/A GL. E CASEMENT I GXW235 � 6,-O 3'-5 5'-11 ill 3:_4 E:: n/A WATER SERVICE S FROPOSED BASEMENT FLAN SCALE: 1/4" = 1'-0" 4 5 NEW HOLDOWN a_0 � NEW HOLDOWN PER PAGE A-200 SHOWER E G D G G PER PAGE A-200 HEAD EXIST. D MAIN NEW (2) 1.15"x7.25" G.P. NEW �2 2"x8"HDR - - -- J DW I_ _ 5_1 8-b 1.75x1(25" 14'-O" r - - - ® 2.0E LVL HDR GLA55 5-3 O4 5 NEW POST 6.P. 2.0E `� 5 � p d; ENCLOSED FREE TO RIDGE LVL HDR IY m 1 CSS in-MOSAIC TILE N STANDING ABOVE Q HEADER 1 2._o TUB �I tu tL EXIST. V Q La �` SHIP LAP u- KITCHEN ACCENT WALL � O QiUI 36"W x 24"H O g N p ww „ ENCH NEW MASTER N NICHE 36 AFF N .' O O X N a 0- ® BEDROOM w uw zN EXIST. 0 z CATH. CEILING w w p O N O ® Q u BATHROOM z f- tE d CONTROLS ? NEW MASTER 203 5q,. Ft. EXIST. I O -- DW x N - nv - 00 BATHROOM - O 2 GAR x ®V Dnp O �0 O -TILE- GARAGE 0 B �t v cxv r 1 w N z OUC z - B O _...._.._... ..._ .... -- z O v - - - - - c^�V 1- Jl d A-500 _ ® 4 5 A-500 �i i I- xQ w X �V z 1 5 B 0 0 x z , O NEW (2) 2x4 _ I ►- z w 0� NEW (3) I_8 NEW (2) Q 1 N ZO z 2"x6" F05T P05T FROM 2x4" P05T �I 4'-a" 0 3 x > z \U + TO RIDGE HEADER TO NEW (3) cvl w I O ; ABOVE RIDGE ABOVE V N r O 2"x4" P05T - w O TO RIDGE • �i z x --------------- 2 2¢x6$ 2¢x6$ N NEW (2) ABOVE SM/GO ttl EXIST. NEW 3) 2"x10" FLUSH BEAM 2"x4" POST .�-3'-O" (2)2'4"X4T' D.H. A NEW (3) BENEATH WALL ABOVE 5 TON AO H 2"xb" POST CONDENSER;- BENEATH OND NSER; 15 15 G`�°� �� P�!• J✓ + BENEATH NEW (3) RHEEM RA20 P05T ABOVE 2"x4" P05T NEW (3) 2"x4" ' .;� � P05T BENEATH N N m EX 157 COE, `� '°j� �� POST ABOVE ENTRY PROPOSED = 15 NEW NEW 15 BATHROOM ` EXIST. =77i- EXIST. � FTMF STUDY ui G� w EXIST. NENGL . . NEW ® 0 w GL. 3744HALLWAYSOFNV ( m 0b'-O" 3 tL O 0 -i 5'-0" 5'-O" �� NEW (2) 5 EXIST. ® dJ 2x8 DR I Y 3 x EXIST. 2"x10' = SM/GO RHMV AIR HANDLER p EXIST. N COVERED GL. PORCH z V N ____.__.._..._. _ �_ i 3 -oil � I 5 SECOND FLOOR AG it w I F.J. ® I6 O.G. 0 : BY RHEEM;FOR PROJECT: „_ , 3 EXIST. -- A 3 EXIST. N X B I L.OTTI R -- _= - w N z GL. -.___�. _ HALLWAY r - � O �, � - � wN Id, v L _ _ J MODIFIED I S = SM/GO N z k v/a BEDROOM // ADDITION I�Q Q 246 Sq. Ft. EXIST. EXIST. LIVING (a MODIFIED1 �� 3 2¢xba P.D. GL. ROOM _,- BEDROOM X }}x N - 146 5cL. Ft. I ry EXIST. w �-" J 5M/GO 3005 GRAND AVENUE GL. LAUNDRY MATTITUCK NY 11952 EXIST. DINING ROOM b ROOM - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � Q o = DRAWING TITLE: -SISTER NEW (2) 2"xlO" TO EXIST. _ _ _ _ _ _ _SISTER NEW (2) 2"xlo" TO EXIST. _ - �X D FLOOR PLANS F.J. BENEATH WALL ABOVE F.J. BENEATH WALL ABOVE X5 . P 3 14 NEW NEW �t EXIST. 2"x10" R ® + EXIST. 2"x10" � F.J. ® I6" O.G. I I • I I F.J. ® Ib" O.G. EXIST. GO I EXIST. ENTRY I NEW (2) g STORAGE NEW (2) 5 515TER NEW (2) 2"x10" TO EXIST. _ _ _SISTER NEW (2) 2"x10" TO EXIST. 2"x8" D 2"x8" HD - - - - _ _ _ PAGE: F.J. BENEATH WALL ABOVE 11 1 I F.J. BENEATHWALL ABOVE r ------------ A-400 f EXIST. `+ x T �� STOOP X 2 3/4" ARCH PLY WOOD zM moo 61610.0. NEW DATE: 07/31/19 6 OF 11 BEADBOARD CEILING L - - - - - - COVERED ENTRY NEW P.T. I•RCFOSEI� FIRST FLOOR FLAN 4"x4" POSTS FROPOSED SECOND FLOOR PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" SHONER HEAD : i : y %y-r C LASS - \ -- ENCLOSEDfR SHONE 50"xCGB" TUB SAIC TILE , � . { �. �. f ! C. .. .. ..... yi' / �.. ` ( . ILu {� C — 2'x2' r 56"N x 24"H NIC,HE 56'' AFF BENCH t 1 < � � l CONTROLS ? , } � NEN 1"tASTER- > BA 7HROOM { , , \\ r t ,.,HEXA�C ON T1 LE-- 11-1 } 1 l , t � 11 - - } \ { \ , {26x68- -� -> - 1 _ �26x68 F-0 > 77777 MASTER SATHROOM PLAN Z SCALE: 1/2" = I'-O" g 0 0 Lu a FULL HE I CHT 8"Hx30"N TILE > FAQ I NTED 24" TONEL BARS (42" AFF) FAINTED TOWEL R I NCS NEN REGESSED ----- MED. CAGB NET G CUSS a7 - _. .ENCLOSED _ .. ---- ----- - - -- - �r: SHONER DOUE3LESINiG : --4 ;- - -�- - CL/�SSr �A�NITY 7 OFN LINEN CL. I : I 1 1 1 NGLOSEI� �. / 00 L11 . . . . . ....- � PROJECT: --` SHONE BILOTTI ....... .. _ ADDITION BENCH------------1 ------- -- ------------ TUB - TUTUBIF - B s 3005 GRAND AVENUE MATTITUCK, NY 11952 DRAWING TITLE: ELEVATION 'A' ELEVATION S' ELEVATION 'Cis MASTER BATHROOM ELEVATIONS SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-O" SCALE: 1/2" = I'-O" PAGE: DATE: 07/31/19 7 OF 11 EXIST. RIDGE HEIGHT ELEV. +22.T (± V.I.F) ---------------------------------------- 12 SEGTI ON NOTES 4 EXIST. (GARAGE) RIDOE_HEIG_HT ___ I 2 EXIST. (GARAGE) RIDGE HEIGHT ONEW ROOFING NOTE (TYP): ELEY. +20.3' (t V.I.F.) DORMER RIDGE AS PER PLAN i ELEY. +20.3' (t V.I.F.) EXIST. GARAGE RIDGE EXTEND RIDGE AS PER PLAN NEW LATHE RAL GEILING p� I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFING SHINGLES BY 'GAF' OR EQUAL;MIN. R. 2 R. AS 12 GRADE 240#, 50 YR WARRANTY OVER 2 G.J. AS PER PLAN PER PLAN 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO - L I J 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS -_ -i_1 :_ I�- '1 OVER l Tom' i -L _ 1 5. m�.-- 1 NEW HEADER,HEADEABOVE STALL O FELT r 1.....,.. r. ...i.... % ALL WINDOWS 4.1/12" CDX IPLYWOODIN HEAT INO(BLOCK ALL SEAMS) T 1 . i. T I ...: ..I. .1. . i 5. GAP HINGLE OVER RIDGE $ HIPS (AS REOV) 1 DOORS AS PER PLAN NEW HEADER ABOVE - f i SHOWER-- -".- (TYPJ T -17 6.PROVIDE RIDGE VENT (AS REO'D) ALL WINDOWS = SECOND FLOOR 1 --- = T� DOORS AS PER PLAN O 1 1- T_. .' T .^ EXIST. I:_ : ,..,.1_-; I:_.__?.-_L O NEW 2 xb SILL PLATES '7. FLASH ALL VALLEYS � ,--F--- - _' B.INSTALL DRIP EDGE AS REOV ' T tt1 UNFINISHED I 1- (TYPJ Tit ATTIC -I I ® NEW WINDOWS. Q. INSTALL ALL AS PER MANU. SPEC.'S NEW 2"xb" SILL PLATES NEW BEDROOM 2 TYPICAL ROOF d GEILING CONSTRUCTION: EXIST. SECOND FLOOR GL. - ..-..L_I_ 4 EXIST. SECOND FLOOR Y`-�� ® NEW WINDOWS. WALK—IN T a I r NEW MASTER • L....[ .. -.T.....1._..T NEW MASTER V NEW ROOFING AS NOTED —\ i i 3 ELEV. +10.3' —� —> I T BEDROOM 3 • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD ELEY. +10.3' / \ 1 I� �B . : .I_.. -- 1- BATHROOM SECOND FLOOR W SEAMS) �_—_— —_—_—__ FLOOR FINISH F— • R.R., G.J., t G.T. AS NOTED ON PLANS (® SPANS OVER F.J. AS PER PLAN F.J. AS PER PLAN V 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) = 'J • MIN. OF R-4Q SPRAY FOAM INSULATION (R="7/INCH);FILLV J "i" OF FOAM IN R.R. NEW FLUSH BEAM AS PER PLAN Q TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® EXIST. KITCHEN EXIST. ALL PLYWD SEAM5) EXIST. KITCHEN • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE FIRST FLOOR EXIST. BATHROOM ry; • MIN. R-20 FIBERGLASS INSUL. w. V.B., U.O.N. GARAGE z FIRST FLOOR • 5/5" GYPSUM BD. WALL FINISH NEW 51DING NOTE (TYPJ: EXIST. FIRST FLOOR—_OEXIST. FIRST FLOOR—_4 ELEV. +I.5' (t V.I.F.) �� ELEV. +I.5' (t V.I.F.) � I. INSTALL NEW SIDING (TO MATCH EXISTS � 2."TYVEK" HOUSE WRAP (OR EQUAL) --- -------- ------ ------ 5.INSTALL ALL AS PER MANU. 5PEG.'s AVG_. GRADE _............. GRADE 4.PROVIDE ALL NECESSARY TRIM FOR —� EXIST. F.J. -- ---� EXIST. F.J. PROPER INSTALLATION ELEY. +O.O (t V.I.F.) ELEY. +0.0' (± V.I.F.) 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL EXIST. CRAWL EXIST. CRAWL SPACE SPACE Lj El SECTION A/A-500 SEC71ON 5/5-500 50ALE: 1/4" = I'-O" SCALE: I/4" = I'-O" 0 NEW 4"x3" ALUM. Q DOWNSPOUT (TYP) Q GUTTER NEW 4"x3" ALUM. HIGH POINT DOWNSPOUT (TYP) O i - - - - - — — — — - - — — — — — — — •--I NEW (5) :2"x4" POST— TO RIDGE Z W r I 'YA NEW 2"x8" R.R. NEW 2"x8" R.R. NEW ROOF NEW P.T. ROOF I I O —NEN 5HED DORMER I OG ® I6" O.G. ® I6" O.G. I V RAFTER AS PER I I N '51MP50N' H2.5A PLANI X ® I p_ I ►- RAFTER TIE I EXISTI ROOF RAGE z t p I I I �q NEW (5) I x I > " PLYWOOD 2"xb" POST I NEW (2) 2"x4" rte-,� w ARCH W/EADBOARD I TO RIDGE POST RIDGE I B �O CEILING A-500 I w NEW FASCIA I EXTEND RIDGE w/ I.-75"x11.8'75" G.P. 2.OE LVL BOA DBL. R.R. -A-500 NEW (5) NEW P.T. BEAM I v `1 AS PER PLAN 2"x4" POST - - - - - - �� �'" �,, TO RIDGE NEW2"x8' R.R. - - - - - - - - - - - - - - ® I6 O.G. GUTTER Lu ��,, I +� p � � HIGH POINT � r e� NEW L"51MPSON" PG64 I ���ry 374 � (FOR 5 PLY BM) Dl "51MP5ON" 5052-2/4 I U x V I '�. � I OF t4 (FOR 2 PLY BM) I d�= N d) O �� �D K .D I i� NEW 2"xb" R.R. EXISTING GARAGE 7 K ® I z ® I S ® 16" O.G. O� ROOF I z NEW 2"x8" R.R. NEW 2"x8" R. z �Y ® I6" O.G. ® 16" O.G. PROJECT: <C ryh EXISTING HED DORMER I B I L O TT I Lry P.T. POST AS ADDITION I ��� �� I PER PLAN L — 2 3005 GRAND AVENUE o I MATTITUCK, NY 11952 R NEW (2) 2"x8" HDR NEW(2) 2"x8" HDR NEW BASE 14"PER - - El DRAWING TITLE: POST BASE PER � le-11 '�� '��OST 51ZE ,� +e SECTIONS lu z +� o �< z z ,y o y z I DETAILS FLAN I ROOF FRAMING PLAN ROOF FLA V � Z—EX15TINO ROOF EXISTING STOOP 5GALE: 1/4" = 1'-0" I I X I I z I I PAGE: I I I I I I EW 2"x8" R.R. NEW 2"x8" R.R. EW 2"x8" R.R. NEW 2"x8" R. . GRADE I ® 16" O.G. ® 16" O.G. ® 16" O.G. ® I6" O.G. I A-5 00 L - - - - - - -� L- - - - — - - - e-, - - - - - - - - - - - - - - DATE: 07/31/19 8OF11 � fi� 2 GO � El� i�ORGt� 17ETAIL � - - - - - - - - - - - - - � :+� - -o - - '"-�� x A-50 SCALE: 5/4" = I'-O" NEW 2"x8" R.R.w NEW 2"x8" R.R. ® 16" O.G. z ® 16" O.G. NEW ROOFING - SEE NOTE SECTION - NEW DCRMER NEW DORMER x.. _ - — �,,L,?Oi�I _ 12 r \, x O NEW COVERED ENTRY (EXIST. STOOP) _._ i W U W . ~ U � � J Q EAST ELEVATION (FRONT) SCALE: I/4" = I'-O" NEW ROOFING - NEW ROOFING - SEE NOTE a SEE NOTE a SECTION SECTION NEkq DORMER _...___..__.NEW SHED DORMER= NEW 'ROOF _-.. `-- zz E/ O O NEW COVERED ENTRY _ NEW COVERED ENTRY (EXIST. STOOP) r / _ / (EXIST. STOOP) NEW 5IDINO - SEE _ I w} NEW SIDING - SEE NOTE ® SECTION SECOND FLOOR NOTE ® SECTION I I N z Z ElEl El I I D El El D r _L I 7=1 i I . R SOUTH ELEVAT 10N (LEFT SIDE) A-goo o � SCALE: I/4" I'-O" 1�OR7H ELEVATION (RIOHT SIDE) = SCALE: 1/4" = P-O" � T 0374Oc� yO NEW ROOFING - SEE NOTE SECTION I L TTI NEW 5 ROOF;. - -- -- O - - -- _ D ITIO N 3005 GRAND AVENUE - o MATTITUCK, NY 11952 - LLL=_==ji iLJ �"l I_ _ DRAWING TITLE: NEW 51DIN6 - SEE ELEVATIONS -SECOND FLOOR NOTE ® SECTION PAGE: A-600 - DATE: 07/31/19 9 OF 11 NEST ELEVATION (REAR) SCALE: 1/4" = P-O" W I— W U J Q EX15T. 4" FRE5H AIR VENT LL LL I L THROUGH ROOF fj O 1 3"I U I k I � Q I I I I I I I I-- NEW FULL BATH I — NEW FULL BATH NEW NOTE: J NEW AUNDRr ALL PLUMBING WORK 1 LAUNDRY p OL055ET SHALL CONFORM TO PIPING PENETRATIONS: LLOCAL PLUMBING CODE I I. PROVIDE "RATION FP200 FR CLOSET O r-- 2„1 I „1 1 1 ” EXPANDING FOAM" (OR EQUAL) :2111 I 1 i I 2 I I 1 2AT ALL PENETRATIONS AT WALLS IL �4 �4 Q p 1211 I I 1 1 1 AND FLOORS/CEILINGS. p z0 1 12 1 1 2.PRODUCT CONFORMS TO ASTM E O 1 1 I I Q4 Q 1 1 I i 814, A5TM E 84, AND UL 14.79 w �j Ti Iv I Iv 3j WASHER UI I LEGEND 1 1 I I WASHER N x: I V (_ 1= *: V (H.0 - I - HOT WATER I „ (H.O. ryl 1= SHOWER iV 1N ry 1N ryl 1= TUB m ONLY) N I 15HOWER 2 I I I r2" ONLY) Q: I� I I I� \1 TUB 1 I — _ _ —1 . :— [n ------ --= ---=-1 ---= --------- ---------- ------- COLD WATER G.O. 2 2' 3 I .._.._.._.._.. -.._.._..�.._.._.. ty_.._.. _.._.._.._.._.._.._..—.._.._. ._. _.. SUPPLY I CONNECT TO j 1 ALL PLUMBING WORK EXIST. WATER I I SHALL CONFORM TO SUPPLY SYSTEM 1 K LOCAL PLUMBING CODE v1 O 1 GLEAN OUT O I I PIPING PENETRATIONS: IL '� AS REQ'D tL I 1. PROVIDE "ABE5C0 FP200 FR w N I EXPANDING FOAM" (OR EQUAL) EX15T. F.A.I. TO IL I I AT ALL PENETRATIONS AT WALLS IL REMAIN i i AND FLOORS/CEILINGS. 1 2.PRODUCT CONFORMS TO ASTM E U 1 814, A5TM E 84, AND UL 1419 IJU G.O. —.._.............._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._........ 1 _.._.._.._..� G.O. ------------------------------------------------------- — Q I � 0.0. I 411 i I z0z I � 0 EXIST. 4" HOUSELu$ 1 w MAIN DRAIN N O 1 a �W T. Lu z 1 411 EXIST. HOUSE TRAP p WATER fo w Lu q� HEATER N lu G.O. I �� , `aG EXIST. BOILER I wr'� f 4" I TO STREET TO EX15T. i rWATER MAIN ,QT 037[}a'J SEPTI G 511`5TEM �.._. _.._..� FOF nlrG� PROJECT: BILOTTI FLUM5 I NC RISER - r i)RA I N / NA57E / VENT FLUME I NC RISER - SUFFLY ADDITION SCALE: NTS 5GALE: NT5 3005 GRAND AVENUE MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: A-700 DATE: 07/31/19 10 OF 11 ELEC--,,, TRlC., AL 51°rtvlE30L < E� : RECESSED 'HIGH HAT' FIXTURE 12O\/ DUPLEX OUTLET OR OWNER'S SELECTION s (I.C. RATED WHEN IN BLDG. ENVELOPE) 120\/ DUPLEX FLOOR OUTLET MR Q=FL MOISTURE RE515TANT LIGHT FIXTURE 220\/ 51 MPLEX OUTLET HANGING FIXTURE OE220 H OWNER'S SELECTION 120V GROUND FAULT I NTERUPT SURFACE MOUNTED FIXTURE 6F1 DUPLEX OUTLET SM OWNER'S SELECTION 12O\/ GROUND FAULT (NTERUPT/ INTERIOR WALL 5r—.ONCE /G.F.I. WATER PROOF DUPLEX OUTLET OWNER'S SELECTION w WP � WALL MOUNTED LIGHT FIXTURE, H— J� JUNCTION E30X OR POWER EXTERIOR TO BE MOISTURE H FOR FIXTURE/APDL I ANGE RESISTANT — OWNER'S SELECTION = E6LA55 U J NCLOSED _--_ w SHOWER sM �, — ,\ I--�— 51 NGLE POLE SWITGH FLUORESCENT LIGHT Q TUB FIXTURE DOOR 5WITGH WP/6.F.1. ` \ NEW MASTER ,' 50 G.F.M. EXHAUST BENCH I I \ BEDROOM / 3 ` ' ... / I CATH. CEILING �—�— MULTIPLE POLE SWITGH FAN w/ DAMPER I I NEW MASTER / I M�'/6.F.1 j — " i O HARD WIRED SMOKE50 G.F.M. EXHAUST \ BATHROOM I \ I I I z DETECTOR w/ BATTERY FAN FAN w/ L I C HT DAMPER — \ \\ I \ BACK—UP \\\\\7 �� �\ \ 3 / / \\\ \ --� \\ \ ---- CENTER LINE CEILING FAN w/ LIGHT �, `------ \\ OWNER'S SELECTION \\ St,to 1 1 D D D / \ I I BATHROOM / TTTEXIST. O GL. 3 \ � NEW NEW NEW to 22'x54"ATT-IG_ �\ I SM/GO LADDER \ I MODIFIED HPILLWAY MODIFIED BEDROOM O I BEDROOM I z � I --- T Q w\ W 5M/GO w W/D Q O D D w \ / W I I / I EXIST. NENGL STORAGE NEW �.,�y L. 0 O F �rcv�1 SECOND FLOOR ELEGTR I GAL PLAN SCALE: 1/4" = P—O" PROJECT: BILOTTI ADDITION 3005 GRAND AVENUE MATTITUCK, NY 11952 DRAWING TITLE: SECOND FLOOR ELECTRICAL PLAN PAGE: EL-100 DATE: 07/31/19 11 OF 11